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PROMS Anchor 2.2.4 <br />ywrw.hlMl.us <br />6 <br />Page <br />Company <br />Protect <br />Specifier <br />Sub. Project I Pos No <br />Address <br />Dale 3!7/2013 <br />Phone' F.x I <br />E Mail <br />6. Warnings <br />• Condition A applies when supplementary reinforcement is used The 0 factor 1s moreased for non -steel Design Strengths except Pullout <br />Strength and Pryout strength Condition B applies when supplementary reinforcement 1s not used and for Pullout Strength and Pryout <br />Strength Refer to ACI 318. Pan 0 4 41c) <br />• Refer to the manufacturer's product literature for cleaning and Installation Instructions <br />• Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI718 or the relevant <br />standard' <br />• The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions' <br />• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318.08 Appendix D. Pan D 3 3 4 <br />that requires the governing design strength of an anchor or group of anchors be lim0ed by ductile steel failure If this is NOT the case. Pan <br />D 3 3 5 requires that the attachment that the anchor Is connecting to the structure shall be designed so that the attachment will undergo ductile <br />yielding at a load level corresponding to anchor forces no greater than the controlling design strength In lieu of D 3 3 4 and D 3 3 5, the <br />minimum design strength of the ancu -ors shall be multiplied by a reduction factor per D 3 3 6 <br />An alternabve anclwr design approach to ACI 318-U8, Pan D 3 3ls given in IBC 2009, Section 1908 19 This approach contains "Exceptions <br />that may be applied in lieu of D 3 3 for applications involving'nomstructural components" as defined in ASCE 7, Section 13 4 2 <br />An alternative anchor design approach to ACI 318-08, Part 0 3 3 is given in IBC 2009, Section 1908 19 This approach conams "Exceptions" <br />that may be applied in lieu of 0 3 3 for applications involving wall out -of plane forces" as defined in ASCE 7. Equation 12 11.1 or Equation <br />12 14-10 <br />• It is the responsibility of the user when inputing values for brittle reduction factors (4..,..„) different than those noted m ACI 318 08, Pan <br />D 3 3 6 to determine if they are consistent with the design provrelons of ACI 318-08. ASCE 7 and the governing building code <br />Selection of 0__ = 10 as a means of satisfying ACI 31&08, Pan D 3 3 5 assumes the user has designed the attachment that the anchor is <br />connecting to undergo ductile yielding at a force level -= the design strengths calculated per ACI 318-08. Part D 3 3 3 <br />Fastening meets the design criteria! <br />Irgl EMx MN n Wlr mun b tlwKab M gMnisM aX� M �•Mbq raWY. m MN M VMMM1ib� <br />PRrK15♦nrlry Ic 12003- M HAb•G fl �aral SrJwn "a M-rprwc.. ..xMmrxd MM•0 SwMr <br />